1995-4445 G (Plans) LEGEND
WORK TO BE DONE:
GRADING SOILS ENGINEER'S CERTIFICATE ITEM STD. DWG. SYMBOL
C
A. GENERAL C. GRADING
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
I, 1/ ff,n �a Sinahnnci A REGISTERED CIVIL ENGINEER IN THE CUT SLOPE (2:1 MAX.) -- - - -- CUT \ Z'
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE STATE
OF ALIFOR A, PRINCIPALLY DOING BUSINESS IN THE FIELD OF (DASHED - EXISTING)
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF D
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED THE
SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR FILL SLOPE (21 MAX.) - - - - -
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON UNDER MY DIRECTION BETWEEN THE DATES 8 -4 -qS AND q-5--q5- In
REQUEST FOR INSPECTION. COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
FROM THIS STUDY, PROPERTY LINE - - - - - - - -- - - - -1
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE
OF THE
'IE OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN CITY ENGINEER. FURTH ERMORE , I HAVE REVIEWED THESE
GRADING PLANS ',
2 . THE SOILS REPORT TITLED BEVY 6FiLOW PREPARED BY CAI2DIF F ERMORE EASEMENT LINE - - - - - -
- - - - - -
EO'(EGFIN1lCAL DATED 9 -5 -95 SHALL BE CONSIDERED AS A PART OF THIS ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS
AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT O �pOFE63,p :r
G
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. FOR THIS PROJECT
HAVE BEEN INCORPORATED IN THE GRADING PLANS AND Q� �1p S1 yt3
t � g l F � _ _ _ _
SPECIFICATIONS. w �a `y G% EXISTING CONTOUR --- - - - - -- 130
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO I Cr 762 m
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
EXP. 12 -31 -97 " FINISH CONTOUR - - - - -- - -- -- - - X30
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
SIGNED:_ _ DATE: /D -3/ -4S O
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS RCE NO.: TO FINISHED WORK ON THE SITE AND SHALL TAKE
REMEDIAL MEASURES TO LO
2 155. 60
THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. C F 7L7� sA /
�>^ L`,0, /Z 9.5
EXISTING GRADE - - - - - -- - - - -- -
EXP. DATE /2-3/ -97 C r 0.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN ®�CAL6°
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. INSTALLED. FINISH GRADE - - - - - - -
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
DRAINAGE SWALE(2% MIN.) -�
- - -
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
- - - - - r
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. DECLARATION OF RESPONSIBLE CHARGE DAYLITE LINE -------------------
`-�- -"-
EXISTING PRIOR TO GRADING. F
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE I
HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT,
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE D121V SWAY (DS -7)
_ -
FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS -
- -
SURVEYOR.
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STAN
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
DEVICES, INCLUDING SHORINQ, AND SHALL BE RESPONSIBLE FOR CONFORMING
OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND
DOES NOT
AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
PROJECT 2It'-12AP DI95 r0{? - - - - (D -4 O) - SNM
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS - - -
AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
DESIGN.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED
cJANDPJACtG✓
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. LOGAN ENGINEERING
Q Al2 EA DRAW /PIPE - - - - - - - - - -
120 BIRMINGHAM DRIVE, SUITE 110 E.
RECOGNIZED HOLIDAYS. 06r�
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL CARDIFF BY T SEA, CA 92007 J
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 619/942 -84
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BEEN CLEARED WITH A EXP. 12 -31-
-31- C3
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL 97
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR 10 -3t - 9 41 7 - °
AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER gy;
DATE: �/ CNIL
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (619) 633 -2770. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
C
RCE NO.: 39726 EXP. DATE 12-31-97
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY D. LANDSCAPING
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH
PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH IRRIGATION STANDARDS.
REGARDS TO THE HAULING OPERATION.
2. FINISH GRADING A
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT AND PLANTING SHALL BE ACCOMPLISHED ON ALL pyy NER'S CERTIFICATE
OWNER & P E R MIT T EE:
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY
AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. PATRICK
& TERRY McDOUGALL
UNDER PERMIT No. 4445 -G HAS BEEN PERFORMED IN SUBSTANTIAL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST 1005 FOXGLOVE VIEW
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE B. EROSION CONTROL HAS BEEN OR WILL BE RETAINED
TO SUPERVISE OVER ALL GRADING ACTIVITY
WORK IS REQUIRED, CONTACT PAT M CARLSBAD, CA 92009
ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE 619 - 930. -9115
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING 1. IN CASE EMERGENCY Dot1GALL AND ADVISE ON THE COMPACTION AND
STABILITY OF THE SITE.
OPERATION. AT (fv19 930 - 9115
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE �� - P, DATE:
`` r DATE:
B. NOTIFICATIONS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY PAT M ° - DOUGA SITE
ADDRESS
1. THE %EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN
IS A PN 2G 4-241-04
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EMINENT. (OCT00812 IST TO APRIL 15Ti
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: ADDITIONAL EROSION CONTROL NOTES 3402 CALLS MARGARITA
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITH OUT OLIVENHAIN, CA 92024
THE APPROVAL OF THE ENGINEERING INSPECTOR. I JUTE MATTING, FIYDROSEED%NG, OR
INTERSECTION OF CALLS MARGARITA & DOUBLE "LL" RANCH ROAD
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK APPROVED EOU/I/ALENT TO BE INSTALLED
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO ON
ALL EXPOSED SLOPES. LEGAL DESCRIPTION
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND RUN-OFF PRODUCING RAINFALL. 2 TOPS OF ALL SL OPES TO
BE DIKED OR PARCEL 2 OF
NOTIFICATION OF COMMENCEMENT OF WORK. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
TRENCHED TO PREVENT WATER FROM AS FILE NO. 1 199 99 17446, RECORDED NOVEMBER 14, 1994
4 - 0657653, O.R.
A. SEWERS - CAVOIFF SAUITATION 019112 (619) G33-Z760 MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED FLOWING OVER THE
CRESTS OF SLOPES
GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
B. GAS & ELECTRIC - 800/422 -4133 SOG �` E HYDR OS E ED MIX SHALL BE AS FOLLOWS:
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
C. WATER - 0.M.W17• (619) 753-6466 PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED 2,000 LBS /AC. MINIMUM
WOOD FIBER MULCH I
WATERS CREATE A HAZARDOUS CONDITION. 1,000 LBS /AC. MINIMUM AMMONIUM PHOSPHATE SULFATE `
D. TELEPHONE - 800/422 -4133 - PACIFIC BELL GRADING (16 -20 -0 W /15$ SULFUR)
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED 20 LBS /AC. MINIMUM FESCUE, "ZORRO" I
E. CABLE TV - DAW EL5 CAO LP,051OU (800) 422-4135 PLAN SHALL BE INCORPORATED HEREON. 20 LBS /AC. MINIMUM ROSE CLOVER
1
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
F SLOPE AT THE CONCLUSION OF EACH WORK DAY. '
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS THE FACE O
Z
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: 619/633 -2770 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT
HOURS NOTICE ON CALLS
CONTRACTOR FOR THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY t�
3. THE SHALL GIVE 24 W
FORECAST EXCEEDS FORTY PERCENT (40$).
AFTER EACH RAINFALL. 111 W
SILT AND OTHER DEBRIS SHALL � ^
INSPECTION. PHONE: 619/633 -2770. ALL WORK PERFORMED WITHOUT y ° ��� '
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. BE REMOVED N O% - LovlEiZ 1346 Ro41 - ro 13
v q � r
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE I O
* SOILS REPORT FOR PROJECT EFFECTIVE COVERAGE OF PRIOR
GRADED SLOPES (90$ COVERAGE) �JRIED a 1 U �I�E R GRAVE. 0020�o Z
TO
NOVEMBER 15, THE SLOPES SHALL BE STABIL WITH PUNCHED STRAW TEMPORARY SAND BAG W
U�
PI2I;LIMINAt?Y GEOT6Ct KICAL WVF INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND G Oar
!
pF2 0P091? D SINGLE FAMILY I2E51DEM SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CHECK DAM
OvE z
CONSERVATION. HOLLOW Q
PAt2G�L 2 O F p.M• 1744�o
o `l ROAD O
NO SCALE z Z �� M c 4 <<F J
ARCH / rq �J W
ENVIRONMENTAL DATA: EARTHWORK:
// y JACK
o \� Q
1) Steepest Existing Natural Slope On -Site = 7% PAD 5 0% 0.8. - 5800 ± C.Y. A S BUILT
CUT= 0 1 � z
2) Maximum Vertical Depth of Cut q g�± FILL= 5800 ± C.Y. LONE
IMPORT /EXPORT = C.Y.
3) Maximum Vertical Depth of Fill = 10.0' Ld
�E EARTHWORK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND W
4) Average Depth of Cut = 9800x27= eo,000 GT? 3.2' ARE UTILIZED FOR PERMIT AND ENVIRONMENTAL PURPOSES ONLY. ACTUAL DOUGLA E.LOGAN
OATS
QUANTITIES MAY VARY DUE TO UNFORESEEN LOSSES, SHRINKAGE AND /OR 12.G.E• 39726 VICINITY MAP 1148 -84 TH.
B (-
NO S (D
5) Average Depth of Fill = 5800 x27= 52 ,000 FT 2.= 3.0' SWELLING FACTORS.
Z_
DE SIGNED BY DRA APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAW G N0. I LLJ
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT GRADING PLANS FOR PARCEL 2 OF
PM 17446
/N pELETEBROWO/TC</ES G T.P.M. 93 -053 CHI SEL ED SQ. ON TOP OF HEAD- PLANS PREPAR D UNDER SUPERVISION OF RECOMMENDED
AP RO D
WALL @ S.W. CORNER INTERSEC - DATE : /��� - ! S BY ` B 444
Y:
MbU�I/O G A1.1 COlF'K /ER � 3 706 -G HORIZONTAL ,2 /�' /'QS
O UAI D /LT" TION OF EL CAMINO DEL NORTE & N/A THE MCDOUGALL RESIDENCE
P. M • 17446
AAAO NIA- 12516 RANCHO SANTA_ ^ FE ^ ^ ROAD. S.D. - ArIFIZOVED by DATE SHEET
- -- ~ R.C.E. N0.: 39726 DATE: )(''I.I DATE: S •- ^ ^" ^ ^^ 'r ^T , ^
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY DRA BY I CPECKED BY APPROVALS CITY
OF ENCINITAS ENGINEER I N G DEPARTMENT DRAWING N LJ < 0-
AN DELETE B6ZOWD/TCNES PLANS PREPARE6 UNDER SUPERVISION OF RECOMMENDED A4 V D ! GRADING PLANS FOR PARCEL
2 OF PM 17446
HOUND It N.W. CO2V AS- BU /L7" �� HORIZONTAL - A DATE : • ' BY: • BY: - ?. 4445 -
VERTICAL IV ' °�'' - R.C.E. NO.: 39726 DATE: I 1 ` DATE: '-lI5 THE MCDOUGALL RESIDENCE
ENGINEER 12/31/97
DOUGLAS E. LOGAN EXP. WORK PROJECT NO. SHEET 2 OF